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Tuesday, March 01, 2005 Geometric and Mechanical Properties • Mechanical Statics • Review-

Tuesday, March 01, 2005

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Tuesday, March 01, 2005. Geometric and Mechanical Properties Mechanical Statics Review-. Thick walled sphere. Equilibrium Pressure inside Average stress in wall Pressure from outside Pressurized both sides. pKa =2.7. pKa =9.9. + H 3 N-CH-COO -. CH 3. - PowerPoint PPT Presentation

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Page 1: Tuesday, March 01, 2005

Tuesday, March 01, 2005

• Geometric and Mechanical Properties

• Mechanical Statics

• Review-

Page 2: Tuesday, March 01, 2005

Thick walled sphere

• Equilibrium• Pressure inside• Average stress in wall

• Pressure from outside

• Pressurized both sidesh

pr

h

pr

rrh

rp

rrh

rp

rr

rp

prrr

oi

PP

io

ooP

io

ii

io

iiP

iiPio

outin

out

in

in

22

)(

)()(

)(

2

2

22

2

222

Page 3: Tuesday, March 01, 2005

Charged polymers: Electromechanical Chemistry

I.e. Alanine charge+H3N-CH-COO-

CH3

pKa =9.9 pKa =2.7

pH pKalog A

HA( )

- = fractional charge = A

A

AH 1

11

alog pH pKa( )

- =

Aqueous charge

Page 4: Tuesday, March 01, 2005

X Y Z

Meridions

Latitudes

Losing volume, not gainingarea;

21

11

RRC

Curvature

Shape : Oblate sphere

Page 5: Tuesday, March 01, 2005

Slow cell squishing

Page 6: Tuesday, March 01, 2005

b 0FRAME

5

a 3FRAME

10

Curvature

Page 7: Tuesday, March 01, 2005
Page 8: Tuesday, March 01, 2005

Membrane Tension

T m T m

T m

T m

P

P

R

T m dyT m dy

P

1. Hemisphere

2. Patch

3. Patch in x-z plane

R

dx

d

Tdy

Tdy

Tdy d

4. Vertical Resultant

dxdy

T

T

Page 9: Tuesday, March 01, 2005

Tension on membrane patch

Ri

Rc

T

FT = 2 Ri T sin()

Tension force pulling down:

Fappl + FT = P Ri 2

Force Balance

Fappl

Page 10: Tuesday, March 01, 2005

Tangent-Curvature

2

2

;)(

s

rC

s

rst

Cs

t

R(s)= position

t1

t2

Page 11: Tuesday, March 01, 2005

Forces on Rods

• Does compressive force play a role?• Failure mode is buckling-To analyze must

consider geometry when it buckles-• (1) get m.o.I; • (2) general formula for moment in the rod.

(3) moment as a fxn of applied F.• (4) relation between R of curvature and x,

(5) simplify eqn.

Page 12: Tuesday, March 01, 2005

Step (1) Moment of Inertia of c.s.

4

)(4

)(2

2

2/122

0

2

2/122

2

R

dyyRyI

dyyRdA

dAyI

R

For hollow cylinder,subtract the hollow portion.

Page 13: Tuesday, March 01, 2005

Step (2) Bending a rod

y

s

s+s

dA

)1.......(..........

1

........

0....0

dAR

yEdF

dA

dF

EER

y

s

s

ctrcommonhavearcsR

yR

s

ss

ywhens

l

R (at neutral surface) is assumed constant onthe small segment.

Page 14: Tuesday, March 01, 2005

Step (2) reiteration(Landau & Lifschitz, 1986 , Theory of Elasticity)

R

Ey

dA

dFR

y

s

sstrain

strainE

yatdA

dF

}{

}{

Page 15: Tuesday, March 01, 2005

)2(..........)(

)(

2

sec

xR

EIxM

R

EI

dAyR

EydFM

ydFdMnowfinddAR

EydF

tioncross

Step (2) continued: Integrate

dAyI 2

Page 16: Tuesday, March 01, 2005

Step (3) Moment due to appl F

)2.......()(

..........

)3)......(()(

xR

EI

xPhxM

P

h(x)

x

P

P P

Page 17: Tuesday, March 01, 2005

)sin()(

......

)4.........()(

/1

max

22

2

2

2

2

2

2

2

cL

xhxh

xdt

xdasformsame

EI

xPh

dx

hdso

dx

hd

ds

rdcurvatureR

Note similarity to harmonicMotion :

Minus sign because Curvature is negative.

From before:

(5)

Step (4)

.......... curvesgentlefor

)()()(

xR

EIxPhxM

Hmax occurs at Lc/2 and h(0) = h(Lc)= 0.

Page 18: Tuesday, March 01, 2005

22

2

2

2max

22

2

)()(

.....

)4.......()(

.............................

)5)...(()()sin()(

cc

cc

LEI

Lf

fPSoEI

xPh

dx

hdand

xhLL

xh

Ldx

hd

fbuckle

buckle

c

Step (5) Differentiate h twice

Page 19: Tuesday, March 01, 2005

• Use spring equation. Hmax occurs at Lc/2. h(0) = h(Lc)= 0. We can relate F to Lc by double differentiating h, and then comparing it to the previous formula for the moment.

• Buckle force is independent of hmax . Rod will buckle when P> Pbuckle

• Can a microtubule withstand typical forces in a cell?

Page 20: Tuesday, March 01, 2005

22

2

2

2

2

max2

2

2

)/()/(

)/(

)(

)()/(

)/sin()/(

LcLcEIP

LcEI

P

xhEI

P

dx

hd

xhLc

LcxhLcdx

hd

f

Page 21: Tuesday, March 01, 2005

2

2

1 L

EIP

2

2

2 4L

EIP

2

2

3 4L

EIP

Buckling ofRods withDifferentFixations

Page 22: Tuesday, March 01, 2005

Buckling of cell without reinforcement

))1(3

(2

2

2

2

h

L

Ecrit

Page 23: Tuesday, March 01, 2005

Tissue Mechanical Environment Normal Range Cell Types

Bone,Cartilage

Weight bearing forces Continuous: 1X -4X Body weight

Osteocytes,Osteoblasts,Chondrocytes

ArterialEndothelium

Fluid pressure and shear Pulsatile: 60-140mm Hg;

Endothelial

Tendon Tension Up to 560 +- 9Kg/cm2

Nerve

Skin Compression and shear NerveOrgan ofCorti

Fluid shear Hair

Muscle(Intrafusal)

Tension Nerve/specializedmuscle

Muscle(Extrafusal)

Tension; active contraction Smooth, cardiac,and skeletalmyocytes

Mesangium Fluid pressure and shear Pulsatile: 60-140mm Hg

Mesangial

Page 24: Tuesday, March 01, 2005

• Living cells are both affected by and dependent upon mechanical forces in their environment. Cells are specialized for life in their own particular environments, whose physical stress patterns become necessary for normal functioning of the cells. If the forces go outside the normal range, then the cells are likely to malfunction, possibly manifesting as a disease or disability.

Page 25: Tuesday, March 01, 2005

Material efficiencyStrength/weight

RodSquareBar

Page 26: Tuesday, March 01, 2005

Fiber orientation for strength

A: Actin fibers in two C2C12 cells. B,C: C2C12 cell with a schematic representation of the actin cytoskeleton, whichis predominantly orientated along the first principal axis of the cell. As a result of the actin fibers, deformation of the cell and itsnucleus is restricted in this direction.

Page 27: Tuesday, March 01, 2005

Cell Walls for strengthHow thick does wall need to be to withstand normal pressures inside a bacterium, I.e. 30-60 atm. ?Lets say lysis occurs @ 50% strain. We can approximate KA By KVd, and for isotropic wall material, Kv ~ E, so,failure= 0.5 KA= RP= 0.5 E d. So to not fail,d> 2RP/E . So for R = 0.5 M, P= 1 atm,

nM

x

xd

3

10103

10105.027

56

Page 28: Tuesday, March 01, 2005

Homogeneous rigid sheet: Biomembrane

Bilayer compression resistance, KA = 4 J/M2

Stretching membrane thins itexposing hydrophobic core toWater. Rupture at 2-10% areaExpansion, so say lysis tension~ 0.2 J/M2. For a 5 m cell ,

P= ~ 8000 J/M3 ~ 0.08 atm. at rupture.

Page 29: Tuesday, March 01, 2005

Comparative Forces

• To pull a 5 m cell at a speed of 1 /sec:

• F= 6Rv = 0.1 pN

• Compare this with force to bend or buckle hair, 10 cm length, R = 0.05 mm:

• 5 x 10 4 pN

• or to move it 1 cm:

• F = 3 f z/L3 = 1.5 x 10 6 pN

bucklefF

Page 30: Tuesday, March 01, 2005

Comparative Forces

• Adhesion force between proteins on cell and on matrix: tens of pN.

• Spectrin spring constant = 1-2 x 10 –5 J/m2

so to stretch by 0.1 um takes 1 pN.

Page 31: Tuesday, March 01, 2005

Properties of the CSK

• A dynamic structure that changes both its properties and composition in response to mechanical perturbations.

Page 32: Tuesday, March 01, 2005

Pulling on CSK

Page 33: Tuesday, March 01, 2005
Page 34: Tuesday, March 01, 2005
Page 35: Tuesday, March 01, 2005
Page 36: Tuesday, March 01, 2005

y

y

y

y

y

Uni- and Bi-axial Stress and Strain 

Take the case of unconstrained isotropic object compressed in the y direction:

 

Before strain After strain

 

x

Page 37: Tuesday, March 01, 2005

• Note that for an elastic material the strain occurs almost instantaneously upon application of the stress. Also note that to maintain constant stress, y , the applied force must be reduced if the face area increases, but this would be a negligible change for all

practical situations.

• The strain in the y direction is:

Ey

y

Page 38: Tuesday, March 01, 2005

• Because the transverse direction is unconstrained:

• and,

Page 39: Tuesday, March 01, 2005

xyy E 2'

yxy 2'

Thus the new stress in the y direction is the original unconstrained stress plus the stress caused by transverse constraint:

xyy E

Now, Consider the case where the x direction is constrained from movement. I.e. transverse

movement is resisted, making y

y

xx

Page 40: Tuesday, March 01, 2005

Solving for y we have the biaxial strain equation:  

)(1

xyy E

Page 41: Tuesday, March 01, 2005

Z

Y

X

xx

yx

zx

xy

yy

zy

xz

yz

zz

3-Dimensional stresses (stress tensor)

Page 42: Tuesday, March 01, 2005

Stress components @ Equilibrium

0

0

0

3

33

2

32

1

31

3

13

2

22

1

21

3

13

2

12

1

11

xxx

xxx

xxx

Page 43: Tuesday, March 01, 2005

Blood Forces

Y.C. Fung

Page 44: Tuesday, March 01, 2005

Analyze a Small element of upper EC membrane : (Also a mult-part solution)

x

y

z

Cell 1 cell 2 cell 3

Flow

Page 45: Tuesday, March 01, 2005

Analysis of EC upper membrane

0

,,

zyyzxzzx

xzzxzyyzyxxy

xx

yx

zx

xy

yy

zy

xz

yz

zz

Symmetrical

(Fluid Mosaic)

x

y

z

Page 46: Tuesday, March 01, 2005

0

,

yxxy

yxxy

On surface facingblood

On surface facingcytosol

x

y

z

Page 47: Tuesday, March 01, 2005

h

xx

xzxyxx

dyT

zyx

0

0

x

y

z

Page 48: Tuesday, March 01, 2005

h

xxx

yxxy

yxxy

dyT0

0

,

On surface facing

blood

We need membrane tension as f()x

y

z

Define

Page 49: Tuesday, March 01, 2005

LTdxx

T

x

T

dyT

ce

dyy

dyx

egrateanddymultbyzyx

x

Lxx

h

xxx

hxy

hxx

xzxyxx

0

0

00

0

sin

0

int0

(if Tx= 0 @ x=0)

x

y

z

Page 50: Tuesday, March 01, 2005

Stress on cell from flow

h

L

h

T

so

hT

xxx

xxx

@ x = -L

For = 1 N/m2 , L= 10 m, h = 10 nm

2310m

Nxx m

NTx

610

Page 51: Tuesday, March 01, 2005

Shear stress from flow in a pipe

rL

P

raL

PrU

dl

dU

2

)(4

)( 22

P1 P2

Page 52: Tuesday, March 01, 2005

Fluid Pressure is omnidirectional

>

A

dZ

dx

dy

P1

P2

P3

P4q

P5

Rotate by 90, and see also:

P4 = p5

P1 dy dz = P2 sin(q) dz dy/sin(q)

P1= P2

Fx = 0

P3 dx dz = P2 cos(q) dz dx/cos(q)

P2=P3

Fy = 0

Fz = 0

Hence P1=P2=P3=P4=P5 =P

Page 53: Tuesday, March 01, 2005

Two State Transitions

2121212

2121211

XKXKdt

dX

and

XKXKdt

dX

2

1

2

12221

1211

X

X

X

Xaa

aa

XAX

1221

1221

kk

kkA

Page 54: Tuesday, March 01, 2005

Entropic springs

Large reeFew Configurations

Small reeMany Config-urations

4-segment chain configurations RNA

24

Applying a tension to the zero ree statereduces possible configurations to 10.S drops from ln(16) to ln (10). Hence tension translates to loss of entropy.

tension

Sudden extensions of 22 nM (unfolding) when forces above 14 pN are applied

22 nM

Page 55: Tuesday, March 01, 2005

Rate Constants

Kopen = 7 sec-1

Kfold = 1.5 sec-1

Kopen = 0.9 sec-1

Kfold = 8.5 sec-1

Page 56: Tuesday, March 01, 2005

RNA unfolding

Sudden extensions of 22 nM (unfolding) when forces above 14 pN are applied

22 nM

Page 57: Tuesday, March 01, 2005

Coding of Probability

1

))(1(i

i

t

t

dttnKT

Integral pulse frequency modulation

Probability Pulse frequency and width Modulation

Page 58: Tuesday, March 01, 2005

Pulse Width Modulator

2

1

)(t

t

dttu

Leaky integrator

Thresholder

Pulsesout

Inputs

Reset

Page 59: Tuesday, March 01, 2005

Mechanical Models

Page 60: Tuesday, March 01, 2005

Voigt solution1

Z

1

Rs C Z

1

C

s1

Laplace domain V s( ) I s( ) Z s( )I o

s

1

C 1

s 0( ) s1

taat eeaa

21

12

1 = bi-exponential decay

Time domainV t( ) I o R 1 e

t

E o

E1 e

t

Page 61: Tuesday, March 01, 2005

Classwork

• Make a simulink model of the RNA unfolding kinetics. Your model should be well documented, according to the following guidelines:

• All parameter boxes should be labeled

• Document boxes should be included to describe operations

• Internal parameters, such as initial conditions, should be specified

• Sub-systems should be used so that the entire model can be fit onto 1 page and each sub-system can be printed separately, with documentation.

• A separate description of the system and all formulae should be made.

• Outputs should be the predicted, as well as measured probabilities

• A reasonable noise level should be placed in the model

Page 62: Tuesday, March 01, 2005

Control System, I.e. climate control

Sensor Plant-

--

-

Output

Error

Perturbation

Feedback

Set Point

Page 63: Tuesday, March 01, 2005

Temperature Control

Page 64: Tuesday, March 01, 2005

BAsIC

su

sysG

CXY

BUAXX

T 1)(

)(

)()(

0

1

1

0

03

10

C

B

A

G(s)Y(s)U(s)

Page 65: Tuesday, March 01, 2005

1/s 1/s+

-1

3

X2 X1

0

1

1

0

03

10

C

B

A

)()(

)()()(

tCXty

tBUtAXtX

Page 66: Tuesday, March 01, 2005

• Patterns on silicon with fibronectin.

• Cells grown on small pattern : Apoptosis

• On a line they differentiate

• On a large surface, they grow.

Page 67: Tuesday, March 01, 2005

Mechanical Terms Review

• Statics and dynamics

• Kinematics and kinetics

• Vector and scalars

• Forces, resultants

• Deformation

Page 68: Tuesday, March 01, 2005

Homework

Using the data shown in Figure previous, and the ground free energy, Fo = 79 kT, graph the unfolding and folding probabilities, using Excel or other program. Put actual data points for the selected forces on your theoretical curve.

Page 69: Tuesday, March 01, 2005

Tensiometry

Balance

)(12

12

32 RR

RR

R

FT

TCP

Plates coated with poly-HEMA

Compression of cells reduces theload measured by the balanceby an equivalent amount

Page 70: Tuesday, March 01, 2005

Liquid behaviour: Surface tensions of embryonic tissue

0

5

10

15

20

25

Neu

ral

reti

na

hear

t

mes

oder

mdynes/cm

NRLHEpM

120/12/13/14/15/1 P

Liquid Properties